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�PAGE �772� CHAPTER 17 �PAGE �771� Chapter 17 1. (a) When the speed is constant, we have v = d/t where v = 343 m/s is assumed. Therefore, with t = 15/2 s being the time for sound to travel to the far wall we obtain d = (343 m/s) ( (15/2 s) which yields a distance of 2.6 km. (b) Just as the factor in part (a) was 1/(n + 1) for n = 1 reflection, so also can we write for multiple reflections (with d in meters). For d = 25.7 m, we find n = 199 . 2. The time it takes for a soldier in the rear end of the column to switch from the left to the right foot to stride forward is t = 1 min/120 = 1/120 min = 0.50 s. This is also the time for the sound of the music to reach from the musicians (who are in the front) to the rear end of the column. Thus the length of the column is 3. (a) The time for the sound to travel from the kicker to a spectator is given by d/v, where d is the distance and v is the speed of sound. The time for light to travel the same distance is given by d/c, where c is the speed of light. The delay between seeing and hearing the kick is t = (d/v) – (d/c). The speed of light is so much greater than the speed of sound that the delay can be approximated by t = d/v. This means d = v t. The distance from the kicker to spectator A is dA = v tA = (343 m/s)(0.23 s) = 79 m. (b) The distance from the kicker to spectator B is dB = v tB = (343 m/s)(0.12 s) = 41 m. (c) Lines from the kicker to each spectator and from one spectator to the other form a right triangle with the line joining the spectators as the hypotenuse, so the distance between the spectators is . 4. The density of oxygen gas is From we find 5. Let tf be the time for the stone to fall to the water and ts be the time for the sound of the splash to travel from the water to the top of the well. Then, the total time elapsed from dropping the stone to hearing the splash is t = tf + ts. If d is the depth of the well, then the kinematics of free fall gives The sound travels at a constant speed vs, so d = vsts, or ts = d/vs. Thus the total time is . This equation is to be solved for d. Rewrite it as and square both sides to obtain 2d/g = t2 – 2(t/vs)d + (1 + )d2. Now multiply by g and rearrange to get gd2 – 2vs(gt + vs)d + g t2 = 0. This is a quadratic equation for d. Its solutions are The physical solution must yield d = 0 for t = 0, so we take the solution with the negative sign in front of the square root. Once values are substituted the result d = 40.7 m is obtained. 6. Using Eqs. 16-13 and 17-3, the speed of sound can be expressed as , where . Since are not changed appreciably, the frequency ratio becomes . Thus, we have . 7. If d is the distance from the location of the earthquake to the seismograph and vs is the speed of the S waves then the time for these waves to reach the seismograph is ts. = d/vs. Similarly, the time for P waves to reach the seismograph is tp = d/vp. The time delay is t = (d/vs) – (d/vp) = d(vp – vs)/vsvp, so We note that values for the speeds were substituted as given, in km/s, but that the value for the time delay was converted from minutes to seconds. 8. Let be the length of the rod. Then the time of travel for sound in air (speed vs) will be . And the time of travel for compressional waves in the rod (speed vr) will be . In these terms, the problem tells us that Thus, with vs = 343 m/s and vr = 15vs = 5145 m/s, we find . 9. (a) Using = v/f, where v is the speed of sound in air and f is the frequency, we find (b) Now, = v/f, where v is the speed of sound in tissue. The frequency is the same for air and tissue. Thus = (1500 m/s)/(4.50 106 Hz) = 3.33 10–4 m. 10. (a) The amplitude of a sinusoidal wave is the numerical coefficient of the sine (or cosine) function: pm = 1.50 Pa. (b) We identify k = 0.9 and = 315 (in SI units), which leads to f = /2 = 158 Hz. (c) We also obtain = 2/k = 2.22 m. (d) The speed of the wave is v = /k = 350 m/s. 11. Without loss of generality we take x = 0, and let t = 0 be when s = 0. This means the phase is = /2 and the function is s = (6.0 nm)sin(t) at x = 0. Noting that = 3000 rad/s, we note that at t = sin1(1/3)/ = 0.1133 ms the displacement is s = +2.0 nm. Doubling that time (so that we consider the excursion from –2.0 nm to +2.0 nm) we conclude that the time required is 2(0.1133 ms) = 0.23 ms. 12. The key idea here is that the time delay is due to the distance d that each wavefront must travel to reach your left ear (L) after it reaches your right ear (R). (a) From the figure, we find . (b) Since the speed of sound in water is now , with , we have . (c) The apparent angle can be found by substituting for : . Solving for with (see Table 17-1), we obtain 13. (a) Consider a string of pulses returning to the stage. A pulse which came back just before the previous one has traveled an extra distance of 2w, taking an extra amount of time t = 2w/v. The frequency of the pulse is therefore (b) Since f 1/w, the frequency would be higher if w were smaller. 14. (a) The period is T = 2.0 ms (or 0.0020 s) and the amplitude is pm = 8.0 mPa (which is equivalent to 0.0080 N/m2). From Eq. 17-15 we get sm = EQ \f(Dpm,v) = EQ \f(Dpm,vT) = 6.1 ( 109 m . where = 1.21 kg/m3 and v = 343 m/s. (b) The angular wave number is k = /v = 2/vT = 9.2 rad/m. (c) The angular frequency is = 2/T = 3142 rad/s . The results may be summarized as s(x, t) = (6.1 nm) cos[(9.2 m1)x – (3.1 ( 103 s1)t]. (d) Using similar reasoning, but with the new values for density ( = 1.35 kg/m3) and speed ( = 320 m/s), we obtain (e) The angular wave number is k = /v’ = 2/v’T = 9.8 rad/m. (f) The angular frequency is = 2/T = 3142 rad/s . The new displacement function is s(x, t) = (5.9 nm) cos[(9.8 m1)x – (3.1 ( 103 s1)t]. 15. The problem says “At one instant..” and we choose that instant (without loss of generality) to be t = 0. Thus, the displacement of “air molecule A” at that instant is sA = +sm = smcos(kxA t + )|t=0 = smcos(kxA + ), where xA = 2.00 m. Regarding “air molecule B” we have sB = + EQ \f(1,3) sm = sm cos( kxB t + )|t=0 = sm cos( kxB + ). These statements lead to the following conditions: kxA + kxB + cos1(1/3) = 1.231 where xB = 2.07 m. Subtracting these equations leads to k(xB xA) = 1.231 ( k = 17.6 rad/m. Using the fact that k = 2 we find = 0.357 m, which means f = v/ = 343/0.357 = 960 Hz. Another way to complete this problem (once k is found) is to use kv = and then the fact that = f. 16. Let the separation between the point and the two sources (labeled 1 and 2) be x1 and x2, respectively. Then the phase difference is 17. (a) The problem is asking at how many angles will there be “loud” resultant waves, and at how many will there be “quiet” ones? We note that at all points (at large distance from the origin) along the x axis there will be quiet ones; one way to see this is to note that the path-length difference (for the waves traveling from their respective sources) divided by wavelength gives the (dimensionless) value 3.5, implying a half-wavelength (180º) phase difference (destructive interference) between the waves. To distinguish the destructive interference along the +x axis from the destructive interference along the –x axis, we label one with +3.5 and the other –3.5. This labeling is useful in that it suggests that the complete enumeration of the quiet directions in the upper-half plane (including the x axis) is: –3.5, –2.5, –1.5, –0.5, +0.5, +1.5, +2.5, +3.5. Similarly, the complete enumerationof the loud directions in the upper-half plane is: –3, –2, –1, 0, +1, +2, +3. Counting also the “other” –3, –2, –1, 0, +1, +2, +3 values for the lower-half plane, then we conclude there are a total of 7 + 7 = 14 “loud” directions. (b) The discussion about the “quiet” directions was started in part (a). The number of values in the list: –3.5, –2.5, –1.5, –0.5, +0.5, +1.5, +2.5, +3.5 along with –2.5, –1.5, –0.5, +0.5, +1.5, +2.5 (for the lower-half plane) is 14. There are 14 “quiet” directions. 18. At the location of the detector, the phase difference between the wave which traveled straight down the tube and the other one which took the semi-circular detour is For r = rmin we have = , which is the smallest phase difference for a destructive interference to occur. Thus, 19. Let L1 be the distance from the closer speaker to the listener. The distance from the other speaker to the listener is , where d is the distance between the speakers. The phase difference at the listener is = 2(L2 – L1)/, where is the wavelength. For a minimum in intensity at the listener, = (2n + 1), where n is an integer. Thus, = 2(L2 – L1)/(2n + 1). The frequency is Now 20,000/343 = 58.3, so 2n + 1 must range from 0 to 57 for the frequency to be in the audible range. This means n ranges from 0 to 28. (a) The lowest frequency that gives minimum signal is (n = 0) (b) The second lowest frequency is (n = 1) Thus, the factor is 3. (c) The third lowest frequency is (n=2) Thus, the factor is 5. For a maximum in intensity at the listener, = 2n, where n is any positive integer. Thus and Since 20,000/686 = 29.2, n must be in the range from 1 to 29 for the frequency to be audible. (d) The lowest frequency that gives maximum signal is (n =1) (e) The second lowest frequency is (n = 2) Thus, the factor is 2. (f) The third lowest frequency is (n = 3) Thus, the factor is 3. 20. (a) To be out of phase (and thus result in destructive interference if they superpose) means their path difference must be (/2 (or 3(/2 or 5(/2 or …). Here we see their path difference is L, so we must have (in the least possibility) L = (/2, or q =L/ = 0.5. (b) As noted above, the next possibility is L = 3(/2, or q =L/ = 1.5. 21. Building on the theory developed in §17 – 5, we set in order to have destructive interference. Since v = f, we can write this in terms of frequency: where we have used v = 343 m/s (note the remarks made in the textbook at the beginning of the exercises and problems section) and L = (19.5 – 18.3 ) m = 1.2 m. (a) The lowest frequency that gives destructive interference is (n = 1) (b) The second lowest frequency that gives destructive interference is (n = 2) So the factor is 3. (c) The third lowest frequency that gives destructive interference is (n = 3) So the factor is 5. Now we set (even numbers) — which can be written more simply as “(all integers n = 1, 2,…)” — in order to establish constructive interference. Thus, (d) The lowest frequency that gives constructive interference is (n =1) (e) The second lowest frequency that gives constructive interference is (n = 2) Thus, the factor is 2. (f) The third lowest frequency that gives constructive interference is (n = 3) Thus, the factor is 3. 22. (a) The problem indicates that we should ignore the decrease in sound amplitude which means that all waves passing through point P have equal amplitude. Their superposition at P if d = /4 results in a net effect of zero there since there are four sources (so the first and third are /2 apart and thus interfere destructively; similarly for the second and fourth sources). (b) Their superposition at P if d = /2 also results in a net effect of zero there since there are an even number of sources (so the first and second being /2 apart will interfere destructively; similarly for the waves from the third and fourth sources). (c) If d = then the waves from the first and second sources will arrive at P in phase; similar observations apply to the second and third, and to the third and fourth sources. Thus, four waves interfere constructively there with net amplitude equal to 4sm. 23. (a) If point P is infinitely far away, then the small distance d between the two sources is of no consequence (they seem effectively to be the same distance away from P). Thus, there is no perceived phase difference. (b) Since the sources oscillate in phase, then the situation described in part (a) produces fully constructive interference. (c) For finite values of x, the difference in source positions becomes significant. The path lengths for waves to travel from S1 and S2 become now different. We interpret the question as asking for the behavior of the absolute value of the phase difference ||, in which case any change from zero (the answer for part (a)) is certainly an increase. The path length difference for waves traveling from S1 and S2 is The phase difference in “cycles” (in absolute value) is therefore Thus, in terms of , the phase difference is identical to the path length difference: . Consider . Then . Squaring both sides, rearranging, and solving, we find In general, if for some multiplier 0, we find where we have used d = 16.0 m and = 2.00 m. (d) For , or , we have . (e) For , or , we have . (f) For , or , we have . Note that since whole cycle phase differences are equivalent (as far as the wave superposition goes) to zero phase difference, then the = 1, 2 cases give constructive interference. A shift of a half-cycle brings “troughs” of one wave in superposition with “crests” of the other, thereby canceling the waves; therefore, the cases produce destructive interference. 24. (a) Since intensity is power divided by area, and for an isotropic source the area may be written A = 4r2 (the area of a sphere), then we have (b) This calculation may be done exactly as shown in part (a) (but with r = 2.5 m instead of r = 1.0 m), or it may be done by setting up a ratio. We illustrate the latter approach. Thus, leads to I = (0.080 W/m2)(1.0/2.5)2 = 0.013 W/m2. 25. The intensity is the rate of energy flow per unit area perpendicular to the flow. The rate at which energy flow across every sphere centered at the source is the same, regardless of the sphere radius, and is the same as the power output of the source. If P is the power output and I is the intensity a distance r from the source, then P = IA = 4r2I, where A (= 4r2) is the surface area of a sphere of radius r. Thus P = 4(2.50 m)2 (1.91 10–4 W/m2) = 1.50 10–2 W. 26. Sample Problem 17-5 shows that a decibel difference is directly related to an intensity ratio (which we write as ). Thus, 27. The intensity is given by where is the density of air, v is the speed of sound in air, is the angular frequency, and sm is the displacement amplitude for the sound wave. Replace with 2f and solve for sm: 28. (a) The intensity is given by I = P/4r2 when the source is “point-like.” Therefore, at r = 3.00 m, (b) The sound level there is 29. (a) Let I1 be the original intensity and I2 be the final intensity. The original sound level is 1 = (10 dB) log(I1/I0) and the final sound level is 2 = (10 dB) log(I2/I0), where I0 is the reference intensity. Since 2 = 1 + 30 dB which yields (10 dB) log(I2/I0) = (10 dB) log(I1/I0) + 30 dB, or (10 dB) log(I2/I0) – (10 dB) log(I1/I0) = 30 dB. Divide by 10 dB and use log(I2/I0) – log(I1/I0) = log(I2/I1) to obtain log(I2/I1) = 3. Now use each side as an exponent of 10 and recognize that . The result is I2/I1 = 103. The intensity is increased by a factor of 1.0×103. (b)The pressure amplitude is proportional to the square root of the intensity so it is increased by a factor of 30. (a) Eq. 17-29 gives the relation between sound level and intensity I, namely Thus we find that for a = 70 dB level we have a high intensity value of Ihigh = 10 (W/m2. (b) Similarly, for = 50 dB level we have a low intensity value of Ilow = 0.10 (W/m2. (c) Eq. 17-27 gives the relation between the displacement amplitude and I. Using the values for density and wave speed, we find sm = 70 nm for the high intensity case. (d) Similarly, for the low intensity case we have sm = 7.0 nm. We note that although the intensities differed by a factor of 100, the amplitudes differed by only a factor of 10. 31. We use = 10 log(I/Io) with Io = 1 10–12 W/m2 and Eq. 17–27 with = 2f = 2(260 Hz), v = 343 m/s and = 1.21 kg/m3. 32. (a) Since = 2f, Eq. 17-15 leads to which yields sm = 0.26 nm. The nano prefix represents 10–9. We use the speed of sound and air density values given at the beginning of the exercises and problems section in the textbook. (b) We can plug into Eq. 17–27 or into its equivalent form, rewritten in terms of the pressure amplitude: 33. We use = 10 log (I/Io) with Io = 1 10–12 W/m2 and I = P/4r2 (an assumption we are asked to make in the problem). We estimate r 0.3 m (distance from knuckle to ear) and find 34. The difference in sound level is given by Eq. 17-37: . Thus, if , then , which implies that . On the other hand, the intensity at a distance r from the source is , where is the power of the source. A fixed P implies that . Thus, with we obtain . 35. (a) The intensity is (b) Let A (= 0.750 cm2) be the cross-sectional area of the microphone. Then the power intercepted by the microphone is 36. Combining Eqs.17-28 and 17-29 we have = 10 log EQ \b(\f(P,Io4pr2)) . Taking differences (for sounds A and B) we find = 10 log EQ \b(\f(PA,Io4pr2)) – 10 log EQ \b(\f(PB,Io4pr2)) = 10 log EQ \b(\f(PA,PB) ) using well-known properties of logarithms. Thus, we see that is independent of r and can be evaluated anywhere. (a) We can solve the above relation (once we know = 5.0) for the ratio of powers; we find PA /PB ( 3.2. (b) At r = 1000 m it is easily seen (in the graph) that = 5.0 dB. This is the same we expect to find, then, at r = 10 m. 37. (a) As discussed on page 408, the average potential energy transport rate is the same as that of the kinetic energy. This implies that the (average) rate for the total energy is EQ \b(\f(dE,dt))avg = 2 EQ \b(\f(dK,dt))avg = 2 ( ¼ A v 2 sm2 ) using Eq. 17-44. In this equation, we substitute = 1.21 kg/m3, A = r2 = (0.020 m)2, v = 343 m/s, = 3000 rad/s, sm = 12 (109 m, and obtain the answer 3.4 ( 1010 W. (b) The second string is in a separate tube, so there is no question about the waves superposing. The total rate of energy, then, is just the addition of the two: 2(3.4 ( 1010 W) = 6.8 ( 1010 W. (c) Now we do have superposition, with = 0, so the resultant amplitude is twice that of the individual wave which leads to the energy transport rate being four times that of part (a). We obtain 4(3.4 ( 1010 W) = 1.4 ( 109 W. (d) In this case = 0.4, which means (using Eq. 17-39) sm( = 2 sm cos() = 1.618sm. This means the energy transport rate is (1.618)2 = 2.618 times that of part (a). We obtain 2.618(3.4 ( 1010 W) = 8.8 ( 1010 W. (e) The situation is as shown in Fig. 17-14(b). The answer is zero. 38. (a) Using Eq. 17–39 with v = 343 m/s and n = 1, we find f = nv/2L = 86 Hz for the fundamental frequency in a nasal passage of length L = 2.0 m (subject to various assumptions about the nature of the passage as a “bent tube open at both ends”). (b) The sound would be perceptible as sound (as opposed to just a general vibration) of very low frequency. (c) Smaller L implies larger f by the formula cited above. Thus, the female's sound is of higher pitch (frequency). 39. (a) From Eq. 17–53, we have (b) The frequency of the wave on the string is the same as the frequency of the sound wave it produces during its vibration. Consequently, the wavelength in air is 40. The distance between nodes referred to in the problem means that /2 = 3.8 cm, or = 0.076 m. Therefore, the frequency is f = v/ = (1500 m/s)/(0.076 m) ( 20 ( 103 Hz. 41. (a) We note that 1.2 = 6/5. This suggests that both even and odd harmonics are present, which means the pipe is open at both ends (see Eq. 17-39). (b) Here we observe 1.4 = 7/5. This suggests that only odd harmonics are present, which means the pipe is open at only one end (see Eq. 17-41). 42. At the beginning of the exercises and problems section in the textbook, we are told to assume vsound = 343 m/s unless told otherwise. The second harmonic of pipe A is found from Eq. 17–39 with n = 2 and L = LA, and the third harmonic of pipe B is found from Eq. 17–41 with n = 3 and L = LB. Since these frequencies are equal, we have (a) Since the fundamental frequency for pipe A is 300 Hz, we immediately know that the second harmonic has f = 2(300 Hz) = 600 Hz. Using this, Eq. 17–39 gives LA = (2)(343 m/s)/2(600 s1) = 0.572 m. (b) The length of pipe B is 43. (a) When the string (fixed at both ends) is vibrating at its lowest resonant frequency, exactly one-half of a wavelength fits between the ends. Thus, = 2L. We obtain v = f = 2Lf = 2(0.220 m)(920 Hz) = 405 m/s. (b) The wave speed is given by where is the tension in the string and is the linear mass density of the string. If M is the mass of the (uniform) string, then = M/L. Thus, = v2 = (M/L)v2 = [(800 10–6 kg)/(0.220 m)] (405 m/s)2 = 596 N. (c) The wavelength is = 2L = 2(0.220 m) = 0.440 m. (d) The frequency of the sound wave in air is the same as the frequency of oscillation of the string. The wavelength is different because the wave speed is different. If va is the speed of sound in air the wavelength in air is a = va/f = (343 m/s)/(920 Hz) = 0.373 m. 44. The frequency is f = 686 Hz and the speed of sound is vsound = 343 m/s. If L is the length of the air-column, then using Eq. 17–41, the water height is (in unit of meters) where n = 1, 3, 5,… with only one end closed. (a) There are 4 values of n (n = 1,3,5,7) which satisfies h > 0. (b) The smallest water height for resonance to occur corresponds to n = 7 with . (c) The second smallest water height corresponds to n = 5 with h = 0.375 m. 45. (a) Since the pipe is open at both ends there are displacement antinodes at both ends and an integer number of half-wavelengths fit into the length of the pipe. If L is the pipe length and is the wavelength then = 2L/n, where n is an integer. If v is the speed of sound then the resonant frequencies are given by f = v/ = nv/2L. Now L = 0.457 m, so f = n(344 m/s)/2(0.457 m) = 376.4n Hz. To find the resonant frequencies that lie between 1000 Hz and 2000 Hz, first set f = 1000 Hz and solve for n, then set f = 2000 Hz and again solve for n. The results are 2.66 and 5.32, which imply that n = 3, 4, and 5 are the appropriate values of n. Thus, there are 3 frequencies. (b) The lowest frequency at which resonance occurs is (n = 3) f = 3(376.4 Hz) = 1129 Hz. (c) The second lowest frequency at which resonance occurs is (n = 4) f = 4(376.4 Hz) = 1506 Hz. 46. (a) Since the difference between consecutive harmonics is equal to the fundamental frequency (see section 17-6) then f1 = (390 – 325) Hz = 65 Hz. The next harmonic after 195 Hz is therefore (195 + 65) Hz = 260 Hz. (b) Since fn = nf1 then n = 260/65 = 4. (c) Only odd harmonics are present in tube B so the difference between consecutive harmonics is equalto twice the fundamental frequency in this case (consider taking differences of Eq. 17-41 for various values of n). Therefore, f1 = EQ \f(1,2) (1320 – 1080) Hz = 120 Hz. The next harmonic after 600 Hz is consequently [600 + 2(120)] Hz = 840 Hz. (d) Since fn = nf1 (for n odd) then n = 840/120 = 7. 47. The string is fixed at both ends so the resonant wavelengths are given by = 2L/n, where L is the length of the string and n is an integer. The resonant frequencies are given by f = v/ = nv/2L, where v is the wave speed on the string. Now , where is the tension in the string and is the linear mass density of the string. Thus . Suppose the lower frequency is associated with n = n1 and the higher frequency is associated with n = n1 + 1. There are no resonant frequencies between so you know that the integers associated with the given frequencies differ by 1. Thus and This means and 48. (a) Using Eq. 17–39 with n = 1 (for the fundamental mode of vibration) and 343 m/s for the speed of sound, we obtain (b) For the wire (using Eq. 17–53) we have where = mwire/Lwire. Recognizing that f = f both the wire and the air in the tube vibrate at the same frequency), we solve this for the tension : 49. The top of the water is a displacement node and the top of the well is a displacement anti-node. At the lowest resonant frequency exactly one-fourth of a wavelength fits into the depth of the well. If d is the depth and is the wavelength then = 4d. The frequency is f = v/ = v/4d, where v is the speed of sound. The speed of sound is given by where B is the bulk modulus and is the density of air in the well. Thus and 50. We observe that “third lowest … frequency” corresponds to harmonic number nA = 3 for pipe A which is open at both ends. Also, “second lowest … frequency” corresponds to harmonic number nB = 3 for pipe B which is closed at one end. (a) Since the frequency of B matches the frequency of A, using Eqs. 17-39 and 17-41, we have which implies .Using Eq. 17-40, the corresponding wavelength is . The change from node to anti-node requires a distance of /4 so that every increment of 0.20 m along the x axis involves a switch between node and anti-node. Since the closed end is a node, the next node appears at x = 0.40 m So there are 2 nodes. The situation corresponds to that illustrated in Fig. 17-15(b) with . (b) The smallest value of x where a node is present is x = 0. (c) The second smallest value of x where a node is present is x = 0.40m. (d) Using v = 343 m/s, we find f3 = v/ = 429 Hz. Now, we find the fundamental resonant frequency by dividing by the harmonic number, f1 = f3/3 = 143 Hz. 51. Let the period be T. Then the beat frequency is Therefore, T = 2.25 10–3 s. The string that is “too tightly stretched” has the higher tension and thus the higher (fundamental) frequency. 52. Since the beat frequency equals the difference between the frequencies of the two tuning forks, the frequency of the first fork is either 381 Hz or 387 Hz. When mass is added to this fork its frequency decreases (recall, for example, that the frequency of a mass-spring oscillator is proportional to ). Since the beat frequency also decreases the frequency of the first fork must be greater than the frequency of the second. It must be 387 Hz. 53. Each wire is vibrating in its fundamental mode so the wavelength is twice the length of the wire ( = 2L) and the frequency is , where is the wave speed for the wire, is the tension in the wire, and is the linear mass density of the wire. Suppose the tension in one wire is and the oscillation frequency of that wire is f1. The tension in the other wire is + and its frequency is f2. You want to calculate / for f1 = 600 Hz and f2 = 606 Hz. Now, and , so This leads to 54. (a) The number of different ways of picking up a pair of tuning forks out of a set of five is 5!/(2!3!) = 10. For each of the pairs selected, there will be one beat frequency. If these frequencies are all different from each other, we get the maximum possible number of 10. (b) First, we note that the minimum number occurs when the frequencies of these forks, labeled 1 through 5, increase in equal increments: fn = f1 + nf, where n = 2, 3, 4, 5. Now, there are only 4 different beat frequencies: fbeat = nf, where n = 1, 2, 3, 4. 55. In the general Doppler shift equation, the trooper’s speed is the source speed and the speeder’s speed is the detector’s speed. The Doppler effect formula, Eq. 17–47, and its accompanying rule for choosing signs, are discussed in §17-10. Using that notation, we have v = 343 m/s, vD = vS = 160 km/h = (160000 m)/(3600 s) = 44.4 m/s, and f = 500 Hz. Thus, 56. The Doppler effect formula, Eq. 17–47, and its accompanying rule for choosing signs, are discussed in §17-10. Using that notation, we have v = 343 m/s, vD = 2.44 m/s, f = 1590 Hz and f = 1600 Hz. Thus, 57. We use vS = r (with r = 0.600 m and = 15.0 rad/s) for the linear speed during circular motion, and Eq. 17–47 for the Doppler effect (where f = 540 Hz, and v = 343 m/s for the speed of sound). (a) The lowest frequency is . (b) The highest frequency is . 58. We are combining two effects: the reception of a moving object (the truck of speed u = 45.0 m/s) of waves emitted by a stationary object (the motion detector), and the subsequent emission of those waves by the moving object (the truck) which are picked up by the stationary detector. This could be figured in two steps, but is more compactly computed in one step as shown here: 59. In this case, the intruder is moving away from the source with a speed u satisfying u/v 1. The Doppler shift (with u = –0.950 m/s) leads to . 60. We use Eq. 17–47 with f = 1200 Hz and v = 329 m/s. (a) In this case, vD = 65.8 m/s and vS = 29.9 m/s, and we choose signs so that f is larger than f: (b) The wavelength is = v/f = 0.208 m. (c) The wave (of frequency f ) “emitted” by the moving reflector (now treated as a “source,” so vS = 65.8 m/s) is returned to the detector (now treated as a detector, so vD = 29.9 m/s) and registered as a new frequency f : (d) This has wavelength = 0.152 m. 61. We denote the speed of the French submarine by u1 and that of the U.S. sub by u2. (a) The frequency as detected by the U.S. sub is (b) If the French sub were stationary, the frequency of the reflected wave would be fr = f1(v+u2)/(v – u2). Since the French sub is moving towards the reflected signal with speed u1, then 62. When the detector is stationary (with respect to the air) then Eq. 17-47 gives where vs is the speed of the source (assumed to be approaching the detector in the way we’ve written it, above). The difference between the approach and the recession is = f EQ \b(\f(1,1 – vs /v ) – \f(1,1 + vs /v )) = f EQ \b(\f(2 vs /v,1 – (vs /v)2 )) which, after setting ( )/f = 1/2, leads to an equation which can be solved for the ratio vs/v. The result is EQ \r(5) – 2 = 0.236. Thus, vs/v = 0.236. 63. As a result of the Doppler effect, the frequency of the reflected sound as heard by the bat is 64. The “third harmonic” refers to a resonant frequency f3 = 3 f1, where f1 is the fundamental lowest resonant frequency. When the source is stationary, with respect to the air, then Eq. 17-47 gives where is the speed of the detector (assumed to be moving away from the source, in the way we’ve written it, above). The problem, then, wants us to find such that f( = f1 when the emitted frequency is f = f3. That is, we require 1 – /v = 1/3. Clearly, the solution to this is /v = 2/3 (independent of length and whether one or both ends are open [the latter pointbeing due to the fact that the odd harmonics occur in both systems]). Thus, (a) For tube 1, =2v/3. (b) For tube 2, =2v /3. (c) For tube 3, =2v /3. (d) For tube 4, =2v /3. 65. (a) The expression for the Doppler shifted frequency is where f is the unshifted frequency, v is the speed of sound, vD is the speed of the detector (the uncle), and vS is the speed of the source (the locomotive). All speeds are relative to the air. The uncle is at rest with respect to the air, so vD = 0. The speed of the source is vS = 10 m/s. Since the locomotive is moving away from the uncle the frequency decreases and we use the plus sign in the denominator. Thus (b) The girl is now the detector. Relative to the air she is moving with speed vD = 10.00 m/s toward the source. This tends to increase the frequency and we use the plus sign in the numerator. The source is moving at vS = 10.00 m/s away from the girl. This tends to decrease the frequency and we use the plus sign in the denominator. Thus (v + vD) = (v + vS) and f = f = 500.0 Hz. (c) Relative to the air the locomotive is moving at vS = 20.00 m/s away from the uncle. Use the plus sign in the denominator. Relative to the air the uncle is moving at vD = 10.00 m/s toward the locomotive. Use the plus sign in the numerator. Thus (d) Relative to the air the locomotive is moving at vS = 20.00 m/s away from the girl and the girl is moving at vD = 20.00 m/s toward the locomotive. Use the plus signs in both the numerator and the denominator. Thus (v + vD) = (v + vS) and f = f = 500.0 Hz. 66. We use Eq. 17–47 with f = 500 Hz and v = 343 m/s. We choose signs to produce f f. (a) The frequency heard in still air is (b) In a frame of reference where the air seems still, the velocity of the detector is 30.5 – 30.5 = 0, and that of the source is 2(30.5). Therefore, (c) We again pick a frame of reference where the air seems still. Now, the velocity of the source is 30.5 – 30.5 = 0, and that of the detector is 2(30.5). Consequently, 67. The Doppler shift formula, Eq. 17–47, is valid only when both uS and uD are measured with respect to a stationary medium (i.e., no wind). To modify this formula in the presence of a wind, we switch to a new reference frame in which there is no wind. (a) When the wind is blowing from the source to the observer with a speed w, we have uS = uD = w in the new reference frame that moves together with the wind. Since the observer is now approaching the source while the source is backing off from the observer, we have, in the new reference frame, In other words, there is no Doppler shift. (b) In this case, all we need to do is to reverse the signs in front of both uD and uS. The result is that there is still no Doppler shift: In general, there will always be no Doppler shift as long as there is no relative motion between the observer and the source, regardless of whether a wind is present or not. 68. We note that 1350 km/h is vS = 375 m/s. Then, with = 60º, Eq. 17-57 gives v = 3.3(102 m/s. 69. (a) The half angle of the Mach cone is given by sin = v/vS, where v is the speed of sound and vS is the speed of the plane. Since vS = 1.5v, sin = v/1.5v = 1/1.5. This means = 42°. (b) Let h be the altitude of the plane and suppose the Mach cone intersects Earth's surface a distance d behind the plane. The situation is shown on the diagram below, with P indicating the plane and O indicating the observer. The cone angle is related to h and d by tan = h/d, so d = h/tan . The shock wave reaches O in the time the plane takes to fly the distance d: . 70. The altitude H and the horizontal distance x for the legs of a right triangle, so we have where v is the speed of sound, vp is the speed of the plane and Thus the altitude is 71. (a) Incorporating a term (/2) to account for the phase shift upon reflection, then the path difference for the waves (when they come back together) is EQ \r(L2 + (2d)2 ) L + /2 = (path) . Setting this equal to the condition needed to destructive interference (/2, 3/2, 5/2 …) leads to d = 0, 2.10 m, … Since the problem explicitly excludes the d = 0 possibility, then our answer is d = 2.10 m. (b) Setting this equal to the condition needed to constructive interference (, 2, 3 …) leads to d = 1.47 m, … Our answer is d = 1.47 m. 72. When the source is stationary (with respect to the air) then Eq. 17-47 gives , where vd is the speed of the detector (assumed to be moving away from the source, in the way we’ve written it, above). The difference between the approach and the recession is which, after setting ( )/f =1/2, leads to an equation which can be solved for the ratio vd /v. The result is 1/4. Thus, vd /v = 0.250. 73. (a) Adapting Eq. 17-39 to the notation of this chapter, we have sm( = 2 sm cos() = 2(12 nm) cos() = 20.78 nm. Thus, the amplitude of the resultant wave is roughly 21 nm. (b) The wavelength ( = 35 cm) does not change as a result of the superposition. (c) Recalling Eq. 17-47 (and the accompanying discussion) from the previous chapter, we conclude that the standing wave amplitude is 2(12 nm) = 24 nm when they are traveling in opposite directions. (d) Again, the wavelength ( = 35 cm) does not change as a result of the superposition. 74. (a) The separation distance between points A and B is one-quarter of a wavelength; therefore, = 4(0.15 m) = 0.60 m. The frequency, then, is f = v/ = (343 m/s)/(0.60 m) = 572 Hz. (b) The separation distance between points C and D is one-half of a wavelength; therefore, = 2(0.15 m) = 0.30 m. The frequency, then, is f = v/ = (343 m/s)/(0.30 m) = 1144 Hz (or approximately 1.14 kHz). 75. Any phase changes associated with the reflections themselves are rendered inconsequential by the fact that there are an even number of reflections. The additional path length traveled by wave A consists of the vertical legs in the zig-zag path: 2L. To be (minimally) out of phase means, therefore, that 2L = /2 (corresponding to a half-cycle, or 180°, phase difference). Thus, L = /4, or L/= 1/4 = 0.25. 76. Since they are approaching each other, the sound produced (of emitted frequency f) by the flatcar-trumpet received by an observer on the ground will be of higher pitch f . In these terms, we are told f – f = 4.0 Hz, and consequently that f ‘/ f = 444/440 = 1.0091. With vS designating the speed of the flatcar and v = 343 m/s being the speed of sound, the Doppler equation leads to 77. The siren is between you and the cliff, moving away from you and towards the cliff. Both “detectors” (you and the cliff) are stationary, so vD = 0 in Eq. 17–47 (and see the discussion in the textbook immediately after that equation regarding the selection of signs). The source is the siren with vS = 10 m/s. The problem asks us to use v = 330 m/s for the speed of sound. (a) With f = 1000 Hz, the frequency fy you hear becomes (b) The frequency heard by an observer at the cliff (and thus the frequency of the sound reflected by the cliff, ultimately reaching your ears at some distance from the cliff) is (c) The beat frequency is fc – fy = 60 beats/s (which, due to specific features of the human ear, is too large to be perceptible). 78. Let r stand for the ratio of the source speed to the speed of sound. Then, Eq. 17-55 (plus the fact that frequency is inversely proportional to wavelength) leads to 2 EQ \b(\f(1,1 + r)) = EQ \f(1,1 – r) . Solving, we find r = 1/3. Thus, vs/v = 0.33. 79. The source being isotropic means Asphere = 4r2 is used in the intensity definition I = P/A, which further implies (a) With I1 = 9.60 10–4 W/m2, r1 = 6.10 m, and r2 = 30.0 m, we find I2 = (9.60 10–4 W/m2)(6.10/30.0)2 =3.97 10–5 W/m2. (b) Using Eq. 17–27 with I1 = 9.60 10–4 W/m2, = 2(2000 Hz), v = 343 m/s and = 1.21 kg/m3, we obtain (c) Eq. 17-15 gives the pressure amplitude: 80. When = 0 it is clear that the superposition wave has amplitude 2pm. For the other cases, it is useful to write The factor in front of the sine function gives the amplitude pr. Thus, (a) When , (b) When , (c) When , (d) When , 81. (a) With r = 10 m in Eq. 17–28, we have (b) Using that value of P in Eq. 17–28 with a new value for r, we obtain Alternatively, a ratio I/I = (r/r)2 could have been used. (c) Using Eq. 17–29 with I = 0.0080 W/m2, we have where I0 = 1.0 10–12 W/m2. 82. We use to find the bulk modulus B: 83. Let the frequencies of sound heard by the person from the left and right forks be fl and fr, respectively. (a) If the speeds of both forks are u, then fl,r = fv/(v u) and (b) If the speed of the listener is u, then fl,r = f(v u)/v and 84. The rule: if you divide the time (in seconds) by 3, then you get (approximately) the straight-line distance d. We note that the speed of sound we are to use is given at the beginning of the problem section in the textbook, and that the speed of light is very much larger than the speed of sound. The proof of our rule is as follows: Cross-multiplying yields (approximately) (0.3 km/s)t = d which (since 1/3 0.3) demonstrates why the rule works fairly well. 85. (a) The intensity is given by where is the density of the medium, v is the speed of sound, is the angular frequency, and sm is the displacement amplitude. The displacement and pressure amplitudes are related by pm = vsm, so sm = pm/v and I = (pm)2/2v. For waves of the same frequency the ratio of the intensity for propagation in water to the intensity for propagation in air is where the subscript a denotes air and the subscript w denotes water. Since Ia = Iw, The speeds of sound are given in Table 17-1 and the densities are given in Table 15-1. (b) Now, pmw = pma, so 86. We use 12 = 1 – 2 = (10 dB) log(I1/I2). (a) Since 12 = (10 dB) log(I1/I2) = 37 dB, we get I1/I2 = 1037 dB/10 dB = 103.7 = 5.0 103. (b) Since , we have (c) The displacement amplitude ratio is 87. (a) When the right side of the instrument is pulled out a distance d the path length for sound waves increases by 2d. Since the interference pattern changes from a minimum to the next maximum, this distance must be half a wavelength of the sound. So 2d = /2, where is the wavelength. Thus = 4d and, if v is the speed of sound, the frequency is f = v/ = v/4d = (343 m/s)/4(0.0165 m) = 5.2 103 Hz. (b) The displacement amplitude is proportional to the square root of the intensity (see Eq. 17–27). Write , where I is the intensity, sm is the displacement amplitude, and C is a constant of proportionality. At the minimum, interference is destructive and the displacement amplitude is the difference in the amplitudes of the individual waves: sm = sSAD – sSBD, where the subscripts indicate the paths of the waves. At the maximum, the waves interfere constructively and the displacement amplitude is the sum of the amplitudes of the individual waves: sm = sSAD + sSBD. Solve for sSAD and sSBD. Adding the equations give while subtracting them yields Thus, the ratio of the amplitudes is sSAD/sSBD = 2. (c) Any energy losses, such as might be caused by frictional forces of the walls on the air in the tubes, result in a decrease in the displacement amplitude. Those losses are greater on path B since it is longer than path A. 88. The angle is sin–1(v/vs) = sin–1 (343/685) = 30°. 89. The round-trip time is t = 2L/v where we estimate from the chart that the time between clicks is 3 ms. Thus, with v = 1372 m/s, we find . 90. The wave is written as . (a) The amplitude is equal to the maximum displacement: . (b) Since = 24 cm, the angular wave number is . (c) The angular frequency is . (d) The speed of the wave is v = f = (24 cm)(25 Hz) = 6.0 × 102 cm/s. (e) Since the direction of propagation is , the sign is plus, i.e., . 91. The source being a “point source” means Asphere = 4r2 is used in the intensity definition I = P/A, which further implies From the discussion in §17-5, we know that the intensity ratio between “barely audible” and the “painful threshold” is 10–12 = I2/I1. Thus, with r2 = 10000 m, we find 92. (a) The time it takes for sound to travel in air is ta = L/v, while it takes tm = L/vm for the sound to travel in the metal. Thus, (b) Using the values indicated (see Table 17-1), we obtain 93. (a) We observe that “third lowest … frequency” corresponds to harmonic number n = 5 for such a system. Using Eq. 17–41, we have so that v = 3.6×102 m/s. (b) As noted, n = 5; therefore, f1 = 750/5 = 150 Hz. 94. We note that waves 1 and 3 differ in phase by radians (so they cancel upon superposition). Waves 2 and 4 also differ in phase by radians (and also cancel upon superposition). Consequently, there is no resultant wave. 95. Since they oscillate out of phase, then their waves will cancel (producing a node) at a point exactly midway between them (the midpoint of the system, where we choose x = 0). We note that Figure 17-14, and the n = 3 case of Figure 17-15(a) have this property (of a node at the midpoint). The distance x between nodes is /2, where = v/f and f = 300 Hz and v = 343 m/s. Thus, x = v/2f = 0.572 m. Therefore, nodes are found at the following positions: (a) The shortest distance from the midpoint where nodes are found is x =0. (b) The second shortest distance from the midpoint where nodes are found is x=0.572 m. (c) The third shortest distance from the midpoint where nodes are found is 2x =1.14 m. 96. (a) With f = 686 Hz and v = 343 m/s, then the “separation between adjacent wavefronts” is = v/f = 0.50 m. (b) This is one of the effects which are part of the Doppler phenomena. Here, the wavelength shift (relative to its “true” value in part (a)) equals the source speed (with appropriate ( sign) relative to the speed of sound : . In front of the source, the shift in wavelength is –(0.50 m)(110 m/s)/(343 m/s) = –0.16 m, and the wavefront separation is 0.50 m – 0.16 m = 0.34 m. (c) Behind the source, the shift in wavelength is +(0.50 m)(110 m/s)/(343 m/s) = +0.16 m, and the wavefront separation is 0.50 m + 0.16 m = 0.66 m. 97. We use I r–2 appropriate for an isotropic source. We have where d = 50.0 m. We solve for 98. (a) Using m = 7.3 107 kg, the initial gravitational potential energy is , where h = 550 m. Assuming this converts primarily into kinetic energy during the fall, then K = 3.9 1011 J just before impact with the ground. Using instead the mass estimate m = 1.7 108 kg, we arrive at K = 9.2 1011 J. (b) The process of converting this kinetic energy into other forms of energy (during the impact with the ground) is assumed to take t = 0.50 s (and in the average sense, we take the “power” P to be wave-energy/t). With 20% of the energy going into creating a seismic wave, the intensity of the body wave is estimated to be using r = 200 103 m and the smaller value for K from part (a). Using instead the larger estimate for K, we obtain I = 1.5 W/m2. (c) The surface area of a cylinder of “height” d is 2rd, so the intensity of the surface wave is using d = 5.0 m, r = 200 103 m and the smaller value for K from part (a). Using instead the larger estimate for K, we obtain I = 58 kW/m2. (d) Although several factors are involved in determining which seismicwaves are most likely to be detected, we observe that on the basis of the above findings we should expect the more intense waves (the surface waves) to be more readily detected. 99. (a) The period is the reciprocal of the frequency: T = 1/f = 1/(90 Hz) = 1.1 10–2 s. (b) Using v = 343 m/s, we find = v/f = 3.8 m. 100. (a) The problem asks for the source frequency f. We use Eq. 17–47 with great care (regarding its sign conventions). Therefore, with f = 950 Hz, we obtain f = 880 Hz. (b) We now have so that with f = 880 Hz, we find f = 824 Hz. 101. (a) The blood is moving towards the right (towards the detector), because the Doppler shift in frequency is an increase: f 0. (b) The reception of the ultrasound by the blood and the subsequent remitting of the signal by the blood back toward the detector is a two-step process which may be compactly written as where If we write the ratio of frequencies as R = (f + f)/f, then the solution of the above equation for the speed of the blood is where v = 1540 m/s, = 20°, and R = 1 + 5495/5 106. (c) We interpret the question as asking how f (still taken to be positive, since the detector is in the “forward” direction) changes as the detection angle changes. Since larger means smaller horizontal component of velocity vx then we expect f to decrease towards zero as is increased towards 90°. 102. Pipe A (which can only support odd harmonics – see Eq. 17-41) has length LA. Pipe B (which supports both odd and even harmonics [any value of n] – see Eq. 17-39) has length LB = 4LA . Taking ratios of these equations leads to the condition: EQ \b(\f(n,2))B = EQ \b(nodd)A . Solving for nB we have nB = 2nodd. (a) Thus, the smallest value of nB at which a harmonic frequency of B matches that of A is nB = 2(1)=2. (b) The second smallest value of nB at which a harmonic frequency of B matches that of A is nB = 2(3)=6. (c) The third smallest value of nB at which a harmonic frequency of B matches that of A is nB = 2(5)=10. 103. The points and the least-squares fit is shown in the graph that follows. The graph has frequency in Hertz along the vertical axis and 1/L in inverse meters along the horizontal axis. The function found by the least squares fit procedure is f = 276(1/L) + 0.037. We shall assume that this fits either the model of an open organ pipe (mathematically similar to a string fixed at both ends) or that of a pipe closed at one end. (a) In a tube with two open ends, f = v/2L. If the least-squares slope of 276 fits the first model, then a value of v = 2(276 m/s) = 553 m/s is implied. (b) In a tube with only one open end, f = v/4L, and we find v = 4(276 m/s) = 1106 m/s which is more “in the ballpark” of the 1400 m/s value cited in the problem. (c) This suggests that the acoustic resonance involved in this situation is more closely related to the n = 1 case of Figure 17-15(b) than to Figure 17-14. 104. (a) Since the source is moving toward the wall, the frequency of the sound as received at the wall is (b) Since the person is moving with a speed u toward the reflected sound with frequency f , the frequency registered at the source is 105. Using Eq. 17-47 with great care (regarding its ( sign conventions), we have . 106. (a) Let P be the power output of the source. This is the rate at which energy crosses the surface of any sphere centered at the source and is therefore equal to the product of the intensity I at the sphere surface and the area of the sphere. For a sphere of radius r, P = 4r2 I and I = P/4r2. The intensity is proportional to the square of the displacement amplitude sm. If we write , where C is a constant of proportionality, then . Thus, The displacement amplitude is proportional to the reciprocal of the distance from the source. We take the wave to be sinusoidal. It travels radially outward from the source, with points on a sphere of radius r in phase. If is the angular frequency and k is the angular wave number then the time dependence is sin(kr – t). Letting the displacement wave is then given by (b) Since s and r both have dimensions of length and the trigonometric function is dimensionless, the dimensions of b must be length squared. 107. (a) The problem is asking at how many angles will there be “loud” resultant waves, and at how many will there be “quiet” ones? We consider the resultant wave (at large distance from the origin) along the +x axis; we note that the path-length difference (for the waves traveling from their respective sources) divided by wavelength gives the (dimensionless) value n = 3.2, implying a sort of intermediate condition between constructive interference (which would follow if, say, n = 3) and destructive interference (such as the n = 3.5 situation found in the solution to the previous problem) between the waves. To distinguish this resultant along the +x axis from the similar one along the –x axis, we label one with n = +3.2 and the other n = –3.2. This labeling facilitates the complete enumeration of the loud directions in the upper-half plane: n = –3, –2, –1, 0, +1, +2, +3. Counting also the “other” –3, –2, –1, 0, +1, +2, +3 values for the lower-half plane, then we conclude there are a total of 7 + 7 = 14 “loud” directions. (b) The labeling also helps us enumerate the quiet directions. In the upper-half plane we find: n = –2.5, –1.5, –0.5, +0.5, +1.5, +2.5. This is duplicated in the lower half plane, so the total number of quiet directions is 6 + 6 = 12. 108. The source being isotropic means Asphere = 4r2 is used in the intensity definition I = P/A. Since intensity is proportional to the square of the amplitude (see Eq. 17–27), this further implies or sm2/sm1 = r1/r2. (a) I = P/4r2 = (10 W)/4(3.0 m)2 = 0.088 W/m2. (b) Using the notation A instead of sm for the amplitude, we find . 109. (a) In regions where the speed is constant, it is equal to distance divided by time. Thus, we conclude that the time difference is where the first term is the travel time through bone and rock and the last term is the expected travel time purely through rock. Solving for d and simplifying, we obtain (b) If we estimate d 10 cm (as the lower limit of a range that goes up to a diameter of 20 cm), then the above expression (with the numerical values given in the problem) leads to t = 0.8 s (as the lower limit of a range that goes up to a time difference of 1.6 s). 110. (a) We expect the center of the star to be a displacement node. The star has spherical symmetry and the waves are spherical. If matter at the center moved it would move equally in all directions and this is not possible. (b) We assume the oscillation is at the lowest resonance frequency. Then, exactly one-fourth of a wavelength fits the star radius. If is the wavelength and R is the star radius then = 4R. The frequency is f = v/ = v/4R, where v is the speed of sound in the star. The period is T = 1/f = 4R/v. (c) The speed of sound is , where B is the bulk modulus and is the density of stellar material. The radius is R = 9.0 10–3Rs, where Rs is the radius of the Sun (6.96 108 m). Thus 111. We find the difference in the two applications of the Doppler formula: which leads to . 112. (a) We proceed by dividing the (velocity) equation involving the new (fundamental) frequency f by the equation when the frequency f is 440 Hz to obtain where we are making an assumption that the mass-per-unit-length of the string does not change significantly. Thus, with =1.2, we have which gives . (b) In this case, neither tension nor mass-per-unit-length change, so the wave speed v is unchanged. Hence, using Eq. 17–38 with , Since , we obtain . 735 _1114571573.unknown_1115360217.unknown _1216766518.unknown _1216841837.unknown _1216844388.unknown _1216934478.unknown _1220379685.unknown _1220418100.unknown _1220418175.unknown _1220418158.unknown _1220379855.unknown _1216936008.unknown _1216936135.unknown _1220379649.unknown _1216936319.unknown _1216936067.unknown _1216934637.unknown _1216846694.unknown _1216846917.unknown _1216934254.unknown _1216846916.unknown _1216845807.unknown _1216846693.unknown _1216843302.unknown _1216843851.unknown _1216844139.unknown _1216844285.unknown _1216844154.unknown _1216843876.unknown _1216843932.unknown _1216843690.unknown _1216843724.unknown _1216843339.unknown _1216842128.unknown _1216843283.unknown _1216841946.unknown _1216766941.unknown _1216841426.unknown _1216841717.unknown _1216841728.unknown _1216841475.unknown _1216841124.unknown _1216841349.unknown _1216767084.unknown _1216766859.unknown _1216766892.unknown _1216766921.unknown _1216766872.unknown _1216766677.unknown _1216766711.unknown _1216766653.unknown _1131900508.unknown _1131906436.unknown _1216759084.unknown _1216759457.unknown _1216766064.unknown _1216759403.unknown _1133222359.unknown _1216679548.unknown _1216679636.unknown _1216759003.unknown _1216679612.unknown _1133222596.unknown _1133223211.unknown _1216679202.unknown _1133223210.unknown _1133222413.unknown _1131908010.unknown _1133221369.unknown _1133222320.unknown _1133221350.unknown _1131908336.unknown _1131907677.unknown _1131907756.unknown _1131907341.unknown _1131903035.unknown _1131903415.unknown _1131903713.unknown _1131903915.unknown _1131904016.unknown _1131903887.unknown _1131903496.unknown _1131903056.unknown _1131900721.unknown _1131903008.unknown _1131900604.unknown _1115364607.unknown _1131896847.unknown _1131896982.unknown _1131897185.unknown _1131896981.unknown _1131896379.unknown _1131896430.unknown _1131896503.unknown _1115364756.unknown _1115365364.unknown _1115364719.unknown _1115361300.unknown _1115362004.unknown _1115364565.unknown _1115361449.unknown _1115361262.unknown _1115361284.unknown _1115360614.unknown _1114620935.unknown _1114633649.unknown _1114646524.unknown _1114686096.unknown _1114686145.unknown _1114686235.unknown _1114686378.unknown _1114686723.unknown _1114686288.unknown _1114686226.unknown _1114686135.unknown _1114686003.unknown _1114686064.unknown _1114685491.unknown _1114685680.unknown _1114685550.unknown _1114682187.unknown _1114645368.unknown _1114645671.unknown _1114646523.unknown _1114645413.unknown _1114633684.unknown _1114634603.unknown _1114633673.unknown _1114633158.unknown _1114633556.unknown _1114633569.unknown _1114633533.unknown _1114621402.unknown _1114621520.unknown _1114621310.unknown _1114574919.unknown _1114620573.unknown _1114620805.unknown _1114620899.unknown _1114620662.unknown _1114575111.unknown _1114620042.unknown _1114575110.unknown _1114573305.unknown _1114574536.unknown _1114574704.unknown _1114574373.unknown _1114572124.unknown _1114572512.unknown _1114571884.unknown _1031459022.unknown _1031459159.unknown _1033174809.unknown _1033174925.unknown _1033179082.unknown _1033184448.unknown _1037880521.unknown _1033184264.unknown _1033174980.unknown _1033178619.unknown _1033174961.unknown _1033174878.unknown _1033174896.unknown _1033174851.unknown _1033171499.unknown _1033174602.unknown _1033174664.unknown _1033171518.unknown _1031459161.unknown _1031459168.unknown _1031459169.unknown _1031459164.unknown _1031459160.unknown _1031459093.unknown _1031459134.unknown _1031459145.unknown _1031459147.unknown _1031459150.unknown _1031459154.unknown _1031459148.unknown _1031459146.unknown _1031459136.unknown _1031459141.unknown _1031459144.unknown _1031459142.unknown _1031459140.unknown _1031459135.unknown _1031459114.unknown _1031459131.unknown _1031459133.unknown _1031459116.unknown _1031459130.unknown _1031459115.unknown _1031459109.unknown _1031459111.unknown _1031459105.unknown _1031459108.unknown _1031459104.unknown _1031459052.unknown _1031459063.unknown _1031459087.unknown _1031459088.unknown _1031459090.unknown _1031459085.unknown _1031459086.unknown _1031459083.unknown _1031459061.unknown _1031459062.unknown _1031459054.unknown _1031459039.unknown _1031459048.unknown _1031459051.unknown _1031459041.unknown _1031459034.unknown _1031459036.unknown _1031459032.unknown _1031458976.unknown _1031459005.unknown _1031459015.unknown _1031459019.unknown _1031459020.unknown _1031459016.unknown _1031459012.unknown _1031459013.unknown _1031459009.unknown _1031459011.unknown _1031459008.unknown _1031458985.unknown _1031458989.unknown _1031459002.unknown _1031459004.unknown _1031459001.unknown _1031458986.unknown _1031458983.unknown _1031458984.unknown _1031458978.unknown _1031458938.unknown _1031458962.unknown _1031458968.unknown _1031458971.unknown _1031458973.unknown _1031458974.unknown _1031458975.unknown _1031458972.unknown _1031458970.unknown _1031458964.unknown _1031458967.unknown _1031458963.unknown _1031458952.unknown _1031458959.unknown _1031458960.unknown _1031458955.unknown _1031458956.unknown _1031458950.unknown _1031458951.unknown _1031458939.unknown _1031458928.unknown _1031458930.unknown _1031458931.unknown _1031458936.unknown _1031458929.unknown _1031458919.unknown _1031458920.unknown _1031458917.unknown _1031458909.unknown
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